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空间结构耦合模态控制及实验研究
  • 期刊名称:实验力学, 2009,24(4):276-282
  • 时间:0
  • 分类:TU399[建筑科学—结构工程]
  • 作者机构:[1]西安建筑科技大学西部建筑科技国家重点实验室筹,陕西710055
  • 相关基金:国家自然科学基金重大研究计划面上项目(90715003);教育部科学技术研究重点项目(209124);教育部高等学校博士学科点专项科目(200807030002);陕西省工业攻关项目(2008K0731);陕西省自然科学基础研究基金(2007Ez05);陕西省重点实验室项目(08JZ35);国家重点实验室开放项目(08KF02)
  • 相关项目:大跨空间结构动力灾变监控理论和应用方法研究
中文摘要:

智能结构以主动元件为传感器和驱动器,根据结构的动态响应和控制要求,自适应地改变结构的动态性能,实现结构特性的自调节功能,以增强结构适应于外界环境变化的能力。结构振动主动控制方法中常用的模态空间控制方法,就是将系统方程转化到模态坐标下,从而得到内部解耦的以模态坐标表示的方程组,然后根据一定的控制方法,计算出模态控制力,实现实时控制。该方法计算简单,效率高,能满足实时控制的需要。本文根据一个三层智能结构主动控制实验,介绍了耦合模态控制理论及实现方法,设计并阐述了压电主元杆件的工作原理,根据Riccati方程得到了主元杆件的最优布置。通过对实验数据运用五点滑动平均平滑法进行处理分析及频谱分析可以看到,智能结构通过主动控制,对相应的控制模态位移及加速度有很大的抑制作用,对应的模态阻尼系数得到了不同程度的提高。

英文摘要:

Intelligence structures take active components as sensor and actuator, therefore achieve selfadjusting to enhance structure adaptability to external environment change according to the structure dynamic response and control requirements and dynamic performance self-adaptive change. Mode space control is a common used method in active control of space structure vibration. In this method, the system equation is firstly transferred to modal coordinates, secondly, the internal decoupling equations expressed by modal coordinates are obtained; next, the modal control force was calculated by certain control methods and the real-time control finally realized. This method is simple, high effective and practical for real-time control. Based on experiment of an active control of a three-story intelligence structure, this paper introduces the coupling modal control theory and relevant implementation methods. The working principle and design of the piezoelectric driving lever are expounded, the optimum layout is determined based on Riccati equation. Experimental data processing by using five-point moving average smoothing method and frequency spectrum analyse show that through active control, the intelligence structures can produce greatly restraining effects on corresponding control modal displacement and acceleration; meanwhile the corresponding modal damping coefficient is improved in different degrees.

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